• DocumentCode
    502848
  • Title

    Application of unascertained measure to classification of expansive soils

  • Author

    Shi, Huawang

  • Author_Institution
    Sch. of Civil Eng., Hebei Univ. of Eng., Handan, China
  • Volume
    3
  • fYear
    2009
  • fDate
    8-9 Aug. 2009
  • Firstpage
    57
  • Lastpage
    60
  • Abstract
    According to the conception of unascertained measure and indices establishment for assessing the expansive soil based on the practical of identification of expansive soil, a new qualitative and quantitative solution method which the synthetic weights of indexes that include both subjective favoritism and objective information was produced to research the assessment of the identification of expansive soil. The indexes functions of unascertained measure of sample sets of expansive soil were established, and a prediction for the classification of expansive soils was carried out using the rules of credible recognition. The result shows that this method is more reasonable, reliable and effective. Therefore, the classification model, reflecting the complexity situation of expansive soil objectively, is effective and available to the classification of the grade of shrink and expansion for the expansive soils.
  • Keywords
    geotechnical engineering; shrinkage; soil; expansive soils; soil grades; soil indices; soil shrinkage; Appraisal; Civil engineering; Communication system control; Engineering management; Minerals; Moisture measurement; Particle measurements; Quality management; Soil measurements; Volume measurement; expansive soil indices; expansive soils; grading of shrinkage and expansion classify; unascertained measure;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computing, Communication, Control, and Management, 2009. CCCM 2009. ISECS International Colloquium on
  • Conference_Location
    Sanya
  • Print_ISBN
    978-1-4244-4247-8
  • Type

    conf

  • DOI
    10.1109/CCCM.2009.5268038
  • Filename
    5268038